Corrigendum to “Ship Bow Force-Deformation Curves for Ship-Impact Demand of Bridges considering Effect of Pile-Cap Depth”
Joint Authors
Source
Issue
Vol. 2015, Issue 2015 (31 Dec. 2015), pp.1-1, 1 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2015-05-11
Country of Publication
Egypt
No. of Pages
1
Main Subjects
Abstract EN
In this note we correct some statements that appeared in the paper.
In the paragraph beginning with “The finite element models of 5,000 DWT ship bow,” the parameter H in (5) is not the modeled depth of ship bow.
The parameter H should be the total depth of ship bow, which is 8.0 m and 11.8 m for 5,000 DWT and 10,000 DWT ships, respectively.
We rewrite the related statements as follows: 5βhhH,a=PhaPwa,where H is the total depth of ship bow (H=8.0 m and 11.8 m for 5,000 DWT and 10,000 DWT ships, resp.); h/H is the ratio of the pile-cap depth to the total depth; the h-subscript means the results associated with the pile-cap with the depth of h (e.g., Ph is the contact force at the pile-cap depth of h); similarly, the w-subscript indicates the results associated with rigid walls.
American Psychological Association (APA)
Fan, Wei& Yuan, Wancheng. 2015. Corrigendum to “Ship Bow Force-Deformation Curves for Ship-Impact Demand of Bridges considering Effect of Pile-Cap Depth”. Shock and Vibration،Vol. 2015, no. 2015, pp.1-1.
https://search.emarefa.net/detail/BIM-1078217
Modern Language Association (MLA)
Fan, Wei& Yuan, Wancheng. Corrigendum to “Ship Bow Force-Deformation Curves for Ship-Impact Demand of Bridges considering Effect of Pile-Cap Depth”. Shock and Vibration No. 2015 (2015), pp.1-1.
https://search.emarefa.net/detail/BIM-1078217
American Medical Association (AMA)
Fan, Wei& Yuan, Wancheng. Corrigendum to “Ship Bow Force-Deformation Curves for Ship-Impact Demand of Bridges considering Effect of Pile-Cap Depth”. Shock and Vibration. 2015. Vol. 2015, no. 2015, pp.1-1.
https://search.emarefa.net/detail/BIM-1078217
Data Type
Journal Articles
Language
English
Record ID
BIM-1078217